I have a 24" wide and 8" thick rebar-reinforced concrete footing with a 8" wide foundation wall. I've calculated that I have nearly 26,000 lb of lateral force on the high side of my mono-slope wall (28 ft from the ground to the top of that side of the truss). I'd like a quote to design a Steel Moment Frame with anchor bolt connections that will utilize my current foundation wall. I would only need the moment frame for the 32' side because I will have large doors in those ends. I can provide pictures if needed.